Bridge Statistics for Westover, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 148ft / 45.4mTotal length
- $25,796,000Total costs
- 120,718Total average daily traffic
- 16,337Total average daily truck traffic
- 159,585Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Westover
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 81970-1979
- 11980-1989
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Good
- 75.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 75.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 22.2%Good
- 27.8%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Culverts
- 10.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- 20.0%Fair
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Structure Number: 94, Location: .3 MI W JCT CO RD 55 (Lat: 33.356889, Lng: -86.541128), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2040), Design Load: H 15, Features Intersected: N. FORK OF MUDDY PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022)
Structure Number: 94, Location: .3 MI W JCT CO RD 55 (Lat: 33.356889, Lng: -86.541128), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2040), Design Load: H 15, Features Intersected: N. FORK OF MUDDY PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022)
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Structure Number: 941, Location: 0.5 MI E OF CO. 55 (Lat: 33.356278, Lng: -86.526614), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 850 (year 2040), Design Load: H 15, Features Intersected: MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $876,000, Roadway Improvement Cost: $88,000, Total Project Cost: $964,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 941, Location: 0.5 MI E OF CO. 55 (Lat: 33.356278, Lng: -86.526614), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 850 (year 2040), Design Load: H 15, Features Intersected: MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $876,000, Roadway Improvement Cost: $88,000, Total Project Cost: $964,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2488, Location: HARPERSVILLE END-OLD 280 (Lat: 33.364000, Lng: -86.497767), Route carried "on" structure: County highway 280, Year Built: 1940, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 980 (year 2041), Design Load: H 15, Features Intersected: CLEAR PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2488, Location: HARPERSVILLE END-OLD 280 (Lat: 33.364000, Lng: -86.497767), Route carried "on" structure: County highway 280, Year Built: 1940, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 980 (year 2041), Design Load: H 15, Features Intersected: CLEAR PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 408, Location: 2 MI. N. U.S. 280 (Lat: 33.379703, Lng: -86.524697), Route carried "on" structure: County highway 55, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,017 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,425 (year 2040), Design Load: H 20, Features Intersected: MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022)
Structure Number: 408, Location: 2 MI. N. U.S. 280 (Lat: 33.379703, Lng: -86.524697), Route carried "on" structure: County highway 55, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,017 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,425 (year 2040), Design Load: H 20, Features Intersected: MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022)
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Structure Number: 7594, Location: 1.9MI E JCT CO 450*CO 55 (Lat: 33.335303, Lng: -86.517167), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: CO. HWY. 450 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 7594, Location: 1.9MI E JCT CO 450*CO 55 (Lat: 33.335303, Lng: -86.517167), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 280 (year 2040), Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: CO. HWY. 450 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11378, Location: 2.5MI E JCT CO 450*55 (Lat: 33.337397, Lng: -86.508283), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 15, Features Intersected: CLEAR PRONG CREEK, Facility Carried by Structure: CO. HWY. 450 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11378, Location: 2.5MI E JCT CO 450*55 (Lat: 33.337397, Lng: -86.508283), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 15, Features Intersected: CLEAR PRONG CREEK, Facility Carried by Structure: CO. HWY. 450 EXT.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1165, Location: 2 TH MI E CO RD 51 (Lat: 33.349008, Lng: -86.556878), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,359,000, Roadway Improvement Cost: $236,000, Total Project Cost: $2,595,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1165, Location: 2 TH MI E CO RD 51 (Lat: 33.349008, Lng: -86.556878), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,359,000, Roadway Improvement Cost: $236,000, Total Project Cost: $2,595,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11651, Location: .4 MI. W. CO RD 51 (Lat: 33.349933, Lng: -86.542883), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.918, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,266,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,393,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11651, Location: .4 MI. W. CO RD 51 (Lat: 33.349933, Lng: -86.542883), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.918, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,266,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,393,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11652, Location: .3 MI. W CO RD 55 (Lat: 33.350000, Lng: -86.541633), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.040, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,893,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,082,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11652, Location: .3 MI. W CO RD 55 (Lat: 33.350000, Lng: -86.541633), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,210 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 25,268 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.040, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,893,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,082,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11653, Location: US 280 * MUDDY PRONG CK (Lat: 33.352900, Lng: -86.526383), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 9,075 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,937 (year 2042), Design Load: HS 20, Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: AL - 38 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.27m (27.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,381,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11653, Location: US 280 * MUDDY PRONG CK (Lat: 33.352900, Lng: -86.526383), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 9,075 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,937 (year 2042), Design Load: HS 20, Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: AL - 38 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.27m (27.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,381,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11654, Location: US 280 * MUDDY PRONG CK (Lat: 33.350000, Lng: -86.526383), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 9,075 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,937 (year 2042), Design Load: HS 20, Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: AL - 38 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.27m (27.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,381,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11654, Location: US 280 * MUDDY PRONG CK (Lat: 33.350000, Lng: -86.526383), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 9,075 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,937 (year 2042), Design Load: HS 20, Features Intersected: MUDDY PRONG CREEK, Facility Carried by Structure: AL - 38 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.27m (27.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,381,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11655, Location: 1.8 MI. E CO RD 55 (Lat: 33.357367, Lng: -86.499700), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 18,150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 23,874 (year 2041), Design Load: HS 20, Features Intersected: CLEAR PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.993, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,383,000, Roadway Improvement Cost: $438,000, Total Project Cost: $4,821,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11655, Location: 1.8 MI. E CO RD 55 (Lat: 33.357367, Lng: -86.499700), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 18,150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 23,874 (year 2041), Design Load: HS 20, Features Intersected: CLEAR PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.993, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,383,000, Roadway Improvement Cost: $438,000, Total Project Cost: $4,821,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11656, Location: 2.2 MI. E. CO RD 55 (Lat: 33.357561, Lng: -86.499589), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 18,150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 23,874 (year 2041), Design Load: HS 20, Features Intersected: POPULAR SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.637, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,386,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,625,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11656, Location: 2.2 MI. E. CO RD 55 (Lat: 33.357561, Lng: -86.499589), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 18,150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 23,874 (year 2041), Design Load: HS 20, Features Intersected: POPULAR SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.637, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,386,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,625,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13032, Location: 6.6 MI N HWY 25 INT (Lat: 33.306808, Lng: -86.552294), Route carried "on" structure: County highway 55, Year Built: 1983, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,960 (year 2039), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,652,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,817,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13032, Location: 6.6 MI N HWY 25 INT (Lat: 33.306808, Lng: -86.552294), Route carried "on" structure: County highway 55, Year Built: 1983, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,960 (year 2039), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,652,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,817,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14984, Location: 1 MI E JCT CO 55 (Lat: 33.321025, Lng: -86.535797), Route carried "on" structure: County highway 51, Year Built: 1935, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 566 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,093 (year 2041), Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: June 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 14984, Location: 1 MI E JCT CO 55 (Lat: 33.321025, Lng: -86.535797), Route carried "on" structure: County highway 51, Year Built: 1935, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 566 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,093 (year 2041), Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: June 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 19262, Location: .3 MILES FROM CR 43 (Lat: 33.397875, Lng: -86.601133), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 50 (year 2022), Average Future Daily Traffic: 70 (year 2042), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CROSS CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022)
Structure Number: 19262, Location: .3 MILES FROM CR 43 (Lat: 33.397875, Lng: -86.601133), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 50 (year 2022), Average Future Daily Traffic: 70 (year 2042), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CROSS CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022)
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Structure Number: 2042, Location: 0.2 MILES SOUTH CR 55 (Lat: 33.368806, Lng: -86.536619), Route carried "on" structure: County highway 51, Year Built: 2010, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: UT MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $589,000, Roadway Improvement Cost: $59,000, Total Project Cost: $648,000 ( Estimate for 2022)
Structure Number: 2042, Location: 0.2 MILES SOUTH CR 55 (Lat: 33.368806, Lng: -86.536619), Route carried "on" structure: County highway 51, Year Built: 2010, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: UT MUDDY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $589,000, Roadway Improvement Cost: $59,000, Total Project Cost: $648,000 ( Estimate for 2022)
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Structure Number: 20795, Location: 1150' south US 280 (Lat: 33.346606, Lng: -86.537044), Route carried "on" structure: County highway 55, Year Built: 2016, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 2,356 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,051 (year 2040), Design Load: HS 20, Features Intersected: Muddy Prong Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $64,000, Total Project Cost: $708,000 ( Estimate for 2022)
Structure Number: 20795, Location: 1150' south US 280 (Lat: 33.346606, Lng: -86.537044), Route carried "on" structure: County highway 55, Year Built: 2016, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 2,356 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,051 (year 2040), Design Load: HS 20, Features Intersected: Muddy Prong Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $64,000, Total Project Cost: $708,000 ( Estimate for 2022)